HomeMy WebLinkAbout1802824320012-10032013EROSION CONTROL FENCE DETAIL
CAD FILE
XISTING
OUSE
STEEP SLOPE
RESTRICT DIS
SILT FENCE TO BE CENTERED ON
'oN15.S CONTOURS BENCHMARK 0 MY. TOP NUT HYD ELEV = 917.25
ROTECT TREE -
ESTRFCT DISTURBANCE Confirm property may be redeveloped
prior to demolition. A demolition permit
provides o assurance of permitted future
es
UGB
Conditions of Demolition/Moving
4' construction fencing shall enclose existing basement perimeter and
excavations with slopes steeper than 1:1. Attach fencing to minimum
5' posts buried I' and spaced at a maximum 10' on center.
Enclose stockpiled soils with properly installed silt fencing.
Property must be restored within thirty (30) days of building
emolition/move - utilities abandoned at the property line with a
permit, foundation demolished with a separate permit, debris
removed, demolition excavation filled to match adjacent grade and
seed or sod placed and maintained at disturbed areas OR a permit
must be issued for a new structure within thirty (30) days of the
building demolition/move.
Mariner Professional Services
Enol000dng Roo.° pol MO, Land end erhorrnoill
P E12.2162573
F 651.215.7275 inmemminm-ms.com
2355 Fahlew Ammo S RosovNe, MN 55113
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ENCE TO BE CENTERED ON ()mufti
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arnLng and Sheathing 1.1)1114M TUN...WM NrININDFINCEINE
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NOTES:
HILLTOP LN TO BE FREE Oe° DEBRIS AND SWEPT VVHILE CONSTRUCTING DRIVEWAY
11-E=928.69 PROVIDE SWALE - DRAIN AWAY FROM Se FENCE
ACCESS SLOPE REMAIN 15% OR YARD GRADING COM
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PROPOSED
VICINITY MAP
GENERAL EROSION CONTROL NOTES:.
LIMORTANT: TIE CONTRACTOR SHALL SE RESPONSIBLE FOR ROAMING D1ESE NOTES PRIOR TO WORK COMMENCING. IN MODICA TO THE NOTES SHOW
PDOMONAL PLANS, SPECIFICATIONS AND DETAILSAPPUCABLE TOTHL5 PROJECT. 111E CONFRACTOR SHALL REVIEW ALL AFPLICABLE REMSAND ADORES
OWNERS REPRESENTATWE BEFORE BEGINNING CONSTRUCTION OPERATIONS. lYNCAL ADDITIONAL APPLICABLE DOCUMENTS MAY INCLUDE (NOT MAL ONLY):
• NPOES PEPSIS
• GRADING AND DRAINAGE RAN, LANDSCAPE SITE PIAN, PLANTING PUA DETAL SHEETS ETC
• GEOTECHNICAL SOIL EVALUATION
• GRADNG. UTIUTYAND PAVEMENT SPECIFICATIONS
• MUNICLPAL WATER DISTRICT, STATE, FEDERAL AND REGUIATORY CONSTRUCTION PERMITS, STATUTES. RULES AMA ORDWANCES.
IF THERE IS A DISCREPANCY REGARDING CONSTRUCTION REQUIREMENTS BETWEEN MULTIPLE AGENCIES, THE MORE STRINGENT REQUIR
1. THE CONTRACTOR LS CAUTIONED THAT 7FIE SU8SURFACE DIEM INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUO
THEGUIDEUNES OF CVASCE38.02 TRIED 'STANDARD GUDELINES FOR THE COLLECTION AND DEPICDON OF Exis-nno SUBSURFACE unny DATA
SHOWN ARE APPROXIMATE. CONTRACTOR ARDOR SUBCONTRACTORS SHALL DETERMINE TIE EXACT LOCATION OF ALL EMSTNG (MURES SEEM
NOBRCADON CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1196252-1196. THE CONTRACTOR ANO/OR SUBCONTRACTOR AGREES TORE FUL
WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY MAU. METRES (UNDERGROUND ANDOVERHI
2. THIS EROSION CONTROL PLAN REPRESENTS MINIMUM SUGGESTED SITE CONTROLS THAT ARE REQUIRED FOR THS PROJECT. CONT
OTHER PLANS FOR REFERENCE AS TO ADD OR REPLACEADDMONAL SITE CONTROLS AS REQUIRED TO CONTROL CONSTRUCTION R
TAKEALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAIMGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE
1MLI BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE AWACENT PROPERTIES DURING THE CONSTRUCTION
3. THE CONTRACTOR IS RECOMMENDED TO TRACK AU REVISIONS AND CHANGES TO THE EROSION CONTROL PLAN AND PLACE THIS PI
SIGHT AT AU. TIMES.
1. THE CONTRACTOR SHOULD PROVIDE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) WHICH SHOULD INCLUDE
THIS DRAWING (EROSION CONTROL PLAN), THE STANDARD DETAILS, 1HE RAN NARRATWESITEAND GRADING PUOS, ATTACHMI
SPECIFICATIONS, PLUS ANDY CONSTRUCTION RELATED PERMITS (e.g. NP DES PERMIT, MUNICIPAL EROSION CONTROL PERMIT, WA'
RULES, REQUIREMENTS AND STANDARDS)AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ADDITONAL DOCUMENTS
RELATED TO SITEWORK AND EROSION CONTROL SHOULD BE ADDED TO THE SWPPP AND INCLUDED AS PART OF SWPPTA DOCUMEO
S. THE SWPPP AND ALL OTHER SITEWORK EXCAVATING, GRADING OPERATIONS, ETC., RELATED DOCUMENTS MUST BE KEPT AT THE!
6. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (GNPS) AS SOON AS PRACTICABLE. THE CONTRACTOR SHALL OV
THE BMPS AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CCNSTRUCTION IS COMPLETED, IS APPROI
TERMINATION (NOT) HAS BEEN FILED WITH THE EPA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITONAL
BY CONDMONS AT NO ADDMONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.
B. REFER TO THE NPDES PERMIT AND MUNICIPALTTY STANDARDS ANO SPECIFICATIONS REGARDING HANDLING OF DIE FOLLOWING:
SOLID WASTE e.g. COLLECTED SEDIMENT, ASPHALT 6, CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, FiASTIC, FABRIC, COAT
DEMOLITION DEBRIS AA OTHER WASTES
14A7AR000S MATERIALS: e.g. OIL, GASOUNE, PAINTS ANY HAZARDOUS SUBSTANCES (AS DEFINED BY THE MUNICIPALITY, EPA, C
INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE RESTRICTED ACCESS TO STORAGE
R. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, SHALL BE INMATED AS SOON AS PRACTIC,AE
INCLUDES ROCK ENTRANCES, CONCRETE WASHING FACILMES, AND SERVICE AREAS.
10. IF TEMPORARY SEDIMENT BASINS ARE REQUIRED OR PLANNED, THE CONTRACTOR IS RECOMMENDED TO CONSULT WITH THE ENT
FUNCTION. BASINS SHALL BE FULLY OPERATIONAL BEFCRESITEWORK COMMENC,ES.
11. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR A PERIOD OF SEVEN DAYS OR MORE 0
DOWNSTREAM AREAS SHOULD BE COVERED IN ACCORDANCE WITH THE NPDES PERMIT REQUIREMENTS OR THE MUNICIPALITY RI
SOLELY RESPONSIBLE FOR DETERMINING THE PROPER COURSE OF ACTION FOR ETOSED SOIL IN AREAS WHERE CONSTRUCTIO
12 COMPACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM MAIM
USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. OPERATION OF SEDIMENT BASINS USED FOR CONSTRUCTION MAI
AND MUNICIPAL REQUIREMENTS AT NO ADDMONAL COST 10 THE OWNER.
13. ON-SITE OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROJECTED FROM EROSION AND SEDIMENTATION THRUM
BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH NPDES PERMIT REQUIRES
AREAS AT NO ADDITIONAL COST TO THE OWNER
11. TEMPORARY SOIL STOCKPILES SHOULD HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & SHOULD NOT BE PLACE
TO SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB GUTTER SYSTEMS OR CONDUITS DITCHES.
15. ADDMONAL INLET PROTECTION MEASURES SHALL REIN PLACE ON AU. INSTALLED INLETS UNTIL FINAL STABILIZATION IS REACHI
INLET PROTECTION DEVICES SHALL BE PROPERLY SECURED AS TO PREVENT MOVEMENT BY SEDIMENT OR WATER INLET PRUE
DOWNSTREAM CATCH BASINS WTTHIN 200' OF THE PROJECT SITE. CONTACT THE CITY Of EDINA ON USE OF ALLOWABLE CB MU
16. RECOMMENDED MINIMUM SITE INSPECTION REQUIREMENTS
ALL MEASURES STATED ON TENS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION IRANI
CONDMON UNTIL PERMIT CONDITIONS ARE SATISFIED FOR A COMPLETED PHASE OFWORK OR FINAL STABILIZATION OF THE SITE PE
MS PLAN MUST ROUTINELY INSPECT NE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURWG ACTIVE CONSTRUCTION AND N
GREATER THAN OS INCHES IN 24 HOURS. THE DESIGNATED PERSON SHOULD BE FAMILIAR WITH INSPECTION AND MAINTENANCE OF BE
MEET THE 'TRAINING' REQUIREMENTS OF 111E NPDES PERMIT. THE CONTRACTOR SHALL VERIFY ALL APPUCABLE BMPS ARE COMM!
AT A MINIMUM, THE LOG SHOULD MONITOR THE FOLLOIMNG EROSION AND SEDIMENTATION CONTROL MEASURES:
ALL STORM DRAIN INLETS MID INLETS IMMEDIATELY DOWNSTREAM OF THE PROJECT LOCATION.
• ALL SEEDED AREAS
• SILT FENCES
• VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE
• THE TEMPORARY PARKING AND STORAGEAREAS
• OUTLET STRUCTURES IN THE TEMPORARY AND PERMANENT SEDIMENTATION BASINS
POTENTIAL SOURCES OF momuzEo SOILS AND DUST
• WASHING AND CONSTRUC TIONVEHICLE SERVICE FACIUDES
t"Ara mosh relnlo(cerrienl J;oulional)
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric anchorage IrenCh bao10111 whit)
lanload natural sou
Natural soN
NOW: DePenciirig upon coliufalion. attach fabric to wire mesh with hog rioUs, Steel posts with tle wires, or wood posla with siapies_
Figure 6.3-2: TypiCeflflh1aJffl for rib fence
I Ii
Residential
Temporary Rock Construction Entrance/Exit
.4 6 Initial length
-To front yard setback
line after backflii
6" minimum thickness
112" to 3" Washed rock
Non-woven geotextile drainage
fabric under
Failure to install the Construction Entrance
before disturbing the site soils and/or failUre to
maintain the Construction Entrance will result in
Enforcement action by the C ty.
SUPPLEMENTAL ESC AND STORM WATER NOTES:
I. ELEVATION AND DATUM INFORMATION SUPPUED BY OTHERS. PLACETAENT OF NEW
STRUCTURES SHOWN ON PLAN BASED ON INFORMATION SUPPLIED BY OTHERS. FOR
FURTHER INFORMATION, CONTACT STONEWOOD, LLC.
2. CONTRACTOR IS RESPONSIBLE FOR SECUMNGACCESS FOR ANY WORK EXTENDING
BEYOND THE PROPERTY BOUNDARY.
3. IF RESTORATION INFORMATION NOT SPECIFIED BY OWNER, GRASSED AREAS SHALL BE
SEEDED IMTHIN 14 DAYS USING MNDOT SEED MIX 250 OR COVERED USING WOOD FIBER
BLANKET OR MULCH. USE OF STRAW IS NOT AILOWED.
4. ALL STOCKPILES INCLUDING DEMOLITION DEMRS STOCKPILES SHALL BE LOCATED A
MININUMOFS FEET OUTSIDE ANY SILT FENCE LOCATION. STOCKPILES SHALL NOT BE
ALLOWED TO DRAIN TO HILLTOP RD.
U. WOOD FIBER BLANKET IS RECOMMENDED FOR MOPES 4:1 OR STEEPER.
6. CONSTRUCTION ACCESS PAD SHALL BE MMNTAINED UNIX 'FINAL STABILIZATION'
7. ALL AREAS WHERE RETAINING WALLS 1MLL BE REMOVED OR INSTALLED SHALL NOT
HAVE EXPOSED SOIL FDR MORE THM 7 DAYS.
8. CURB INLET PROTECTION SHALL BE PROVIDED TO THECA IMMEDIATELY DOWNSTREAM
OF SITE LOCATED ALONG E SUNNYSLOPE ROAD.
LEGEND
CORO OUTODI
1710t/905it04 -
SPOT LLEvornati •
it:et:St
-
of
runolf Now
Menai or w
Posl or stako
q•- • • inch minimum
6 OrIoh minimum
Engineering garb
7. BMPS AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OP PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT
ADDMONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. am. I
12' minimum
wIdth
ri
Di/no 7/7' /2-g 3 qo
rt,n1 ro,-roavo.ar
DJ
WORK VERIFIED
ATP
SCALE IN